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tSOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Monitoring Well MW-13
<br /> Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA [Page 1 of 1
<br /> Driller Gregg Drilling, Martinez, CA Type of Rig Hollow-Stem Auger I Size of Drill 8 0" Diameter
<br /> Logged By Robert E Kitay, R G Date Drilled March 9, 2000 Checked By Michael Marello, R G
<br />' WATER ND WELL DTA Total Depth of Well Completed 190'
<br /> Depth of Water First Encountered 12 5' Well Screen Type and Diameter 2" Diameter PVC Casing
<br />' Static Depth of Water in Well 12 5' Well Screen Slot Size 0 020"
<br /> Total Depth of Boring 19 0' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler
<br />' OIUROCK SAMPLE DATA ,
<br /> y DESCRIPTION OF LITHOLOGY
<br /> U_
<br /> BORING Q n w " standard classification, texture, relative moisture,
<br />' DETAIL m � m m $' density, stiffness, odor-staining, USCS desi nation
<br /> E5 O
<br />' 0 Stri et 3ox 0 Gravelly SAND (SP), yellow brown, medium dense,
<br /> Lock ng Veil Dap
<br /> damp, 75% fine sand, 15% subangular to subrounded
<br /> gravel to 2" diameter, 10% silt, non-plastic, medium
<br /> ` ` 7 estimated K, no odor
<br /> r r r r r
<br /> \r\r♦ /\r\r � {�{Ki K{'{
<br /> V2 14 <x< Silty SAND (SM), yellow brown, medium dense, damp,
<br /> \ \ \ \ \ YZ Y YZYYk Y
<br /> 12 { { i t { O O
<br /> YkY-YY Y 85/o fine sand, 15/o silt, non-plastic, medium estimated
<br /> [d]y 2b Yx�Y�Y�YYY }�, no odor
<br /> -G YIt
<br /> �Y�YXCYn,
<br /> {�{ {X{x{
<br /> 9 0
<br /> ❑
<br /> O 10 iI
<br /> 1 0
<br /> 1 — CV - 4 Iva-rA yr.%
<br /> 9 V V V V {
<br /> = N ��L X'11,7
<br /> CD _ {xcxix{X{
<br /> U)
<br /> 2 C3 tis 8 SAND (SP), grey, medium dense, wet, 95% fine sand,
<br /> 0 22 5% silt, non-plastic, high estimated K, slight
<br /> 15 = m 111 5 hydrocarbon odor
<br /> m '0
<br /> 22 2 2
<br /> ca 25
<br /> U)
<br /> co 7
<br /> N 12 Sandy SILT (ML), yellow brown, stiff, wet, 60% silt,
<br /> 29 30% fine sand, 10% clay, low plasticity, low estimated
<br /> 20 i� —20 K, no odor
<br /> N N
<br /> N Clayey SILT (MH), brown, stiff, moist, 60% clay, 30%
<br /> U o salt, 10% fine sand, moderate plasticity, very low
<br /> a Z estimated K, no odor
<br /> 25 D 25 End of Boring at 19'
<br /> I o
<br /> 0
<br /> N
<br /> O
<br /> O
<br /> 30 � 30
<br /> �v
<br /> AQUA SCOENGE EP GONECIRS, 114C
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